CN206942138U - Cast template splices bridge plate - Google Patents

Cast template splices bridge plate Download PDF

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Publication number
CN206942138U
CN206942138U CN201720908195.9U CN201720908195U CN206942138U CN 206942138 U CN206942138 U CN 206942138U CN 201720908195 U CN201720908195 U CN 201720908195U CN 206942138 U CN206942138 U CN 206942138U
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CN
China
Prior art keywords
plate
bridge plate
hole
bolt
bridge
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Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201720908195.9U
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Chinese (zh)
Inventor
曹海峰
张灵巧
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Hebei Run Lin New Material Science And Technology Ltd
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Hebei Run Lin New Material Science And Technology Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
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Priority to CN201720908195.9U priority Critical patent/CN206942138U/en
Application granted granted Critical
Publication of CN206942138U publication Critical patent/CN206942138U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model provides a kind of cast template splicing bridge plate, its structure includes the rectangular plate-and-frame for the strip being encircled into by lath, some support columns are provided with the sheet frame, the both ends of the support column are connected in the plate face of two long laths of rectangular plate-and-frame, axial taper hole is provided with the support column, the taper hole is the bolt jack hole of insertion, is provided with deep floor between two adjacent support columns, is provided with the deep floor and wears the connecting hole for connecing lock pin.Bridge plate of the present utility model is clipped between two pieces of templates, coordinates lock pin, lock to be fixedly connected with two templates of bridge plate and its both sides with cushion block by the identical connecting hole of setting, easy for installation, simple and easy;Bridge plate is first built in construction, template is connected in the both sides of bridge plate again after being fixed using through-wall bolt, solves the problems, such as that through-wall bolt is difficult to contraposition, greatly reduces the technical difficulty of formwork reinforcement.

Description

Cast template splices bridge plate
Technical field
A kind of architectural engineering formwork for placing is the utility model is related to, specifically a kind of cast template splicing bridge plate.
Background technology
Building template is necessary construction tool in casting concrete configuration process, mainly there is plank sheathing, steel template And plastic formwork, wherein, plastic formwork is because its is in light weight, processing technology is simple, plasticity is strong, surface is easily handled, repeats Using often the advantages that and be widely used.At present, pacified in architectural engineering concrete structure construction in a manner of through-wall bolt The way of dress fixed plastics template is very universal, and split bolt is widely used in concrete column, wall, small-sized basic template and applied In work, the relative position of two side templates is can effectively ensure that, simplifies shuttering supporting and uses manpower and material resources sparingly.
But in actual application, in order to ensure effective device to hole, many bolt jack holes need to be reserved in template, And each bolt jack hole need to position according to strict designing and arranging plate, this undoubtedly considerably increases the production cost of template, even if such as This, due to installation form during there is human error with can not avoiding, therefore still occur in work progress through walls Bolt is difficult to the problem of contraposition, increases the technical difficulty of formwork reinforcement, low construction efficiency.Reserved bolt is additionally, since to wear Connect that hole is more, and use less, thus need to block the bolt jack hole largely taken less than in work progress, this Not only need to consume substantial amounts of manpower and materials, and the problems such as capping is not tight, port lid loosening is dropped occurs unavoidably, so as to cause Spillage, trachoma is caused, influence construction quality;Even so, even if capping is tight, can also be left in the surface of wall poured Multiple port lid prints, very big inconvenience is brought to subsequent construction operation.
Utility model content
The purpose of this utility model is just to provide a kind of cast template splicing bridge plate, to solve existing building model sheetinstallat mistake The problem of through-wall bolt is difficult to device to hole and then increases formwork reinforcement technical difficulty in journey.
What the purpose of this utility model was realized in:
A kind of cast template splices bridge plate, includes the rectangular plate-and-frame for the strip being encircled into by lath, in the sheet frame Some support columns are provided with, the both ends of the support column are connected in the plate face of two long laths of rectangular plate-and-frame, in the branch Axial taper hole is provided with dagger, the taper hole is the bolt jack hole of insertion, is provided with and adds between two adjacent support columns Strong floor, it is provided with the deep floor and wears the connecting hole for connecing lock pin.
Form removal hole is offered in the column side face of the support column, the form removal hole communicates with the bolt jack hole.
The port lid storage tank extended out is provided with the portlet of the bolt jack hole, in the inner side of the port lid storage tank It is relative on wall to offer two vertical guide grooves.
Some plate face muscle are being provided with where bolt jack hole portlet on the lateral surface of long lath, the plate face muscle is parallel In the width of the long lath.
During construction, cast template is first spliced by bridge plate according to the drawing planned and is spliced into the cast of the first face with big face die plate Template, then the cast template for being provided opposite to the second face cast template of the cast template splicing bridge plate in the first face cast template are spelled Connect bridge plate, the portlet of the bolt jack hole on two bridge plates is relative, and through-wall bolt is sequentially passed through into two relative bolts and worn Hole is connect, and the both ends of through-wall bolt are separately fixed on each self-corresponding bridge plate, by the bolt jack hole vacated on bridge plate Portlet is blocked one by one with capping;Big face mould is set respectively in the both sides of the cast template splicing bridge plate of the second face cast template again Plate, by the butt hole and the connecting hole face of bridge plate on big face die plate side frame, lock pin is penetrated, cushion block is penetrated in the end of lock pin Tightened afterwards using lock.
Bolt jack hole position is adjusted flexibly when bridge plate of the present utility model realizes template assembly, reduces formwork mistake Device to hole difficulty in journey, solve the problems, such as that through-wall bolt can not be aligned quick and precisely.Bridge plate of the present utility model can meet The template splicing demand of any modular dimension under different operating modes, so as to solve the splicing mounting technique of non-standard modulus template hardly possible The problem of spending big and complex procedures.Bridge plate of the present utility model is clipped between two pieces of templates, is matched somebody with somebody by the identical connecting hole of setting Two templates of bridge plate and its both sides are fixedly connected by conjunction lock pin, lock with cushion block, easy for installation, simple and easy.This practicality is new The global sections the moment of inertia of type batten is big, and bending strength is high, in light weight, service life length.
After bridge plate of the present utility model, without prepared screw-bolt hole in the template used in template system, so as to big The big setting quantity for reducing bolt hole, simplifies the operation for blocking useless bolt hole, can not only greatly improve efficiency of construction, And the apparent mass of the wall poured is greatly improved, ensure the molding effect of concrete board wall.
Bridge plate of the present utility model(50mm)As a unit of template, it is difficult to realize in current typified form Template, it carries bolt hole, forms through-wall bolt strip, is completed using X50 pins in the case where not increasing connection amount through walls The flexible arrangement of bolt, top, drawing, sizing, integration can be realized, and had compared with existing template bolt system The flexible and efficient characteristic of protrusion;And in addition to vertically arranged, this bridge plate can also be used for the cloth for wearing beam bolt of the higher beam of deck-molding It is simple to operate and practical in putting;This bridge plate can carry out form removal, form removal process pair as the device of vertical or horizontal form removal The loss of template is very small;Bridge plate used in the utility model can be used in all typified forms.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
Fig. 2 is another angled arrangement schematic diagram of the present utility model.
Fig. 3 is sectional view of the present utility model.
Fig. 4 is the attachment structure schematic diagram of big face die plate and bridge plate.
Fig. 5 is formwork system schematic diagram.
In figure:1st, bridge plate, 2, big face die plate, the 3, first lath, the 4, second lath, the 5, the 3rd lath, the 6, the 4th lath, 7th, support column, 8, bolt jack hole, 9, form removal hole, 10, port lid storage tank, 11, guide groove, 12, deep floor, 13, connecting hole, 14th, plate face muscle, 15, panel, 16, side frame, 17, main floor, 18, secondary floor, 19, reinforcement, 20, butt hole, 21, set through walls Pipe, 22, through-wall bolt, 23, support member.
Embodiment
As shown in Fig. 1 ~ Fig. 3, bridge plate of the present utility model includes the rectangular plate-and-frame for the strip being encircled into by lath, sheet frame Two long laths being parallel to each other be respectively the first lath 3 and the second lath 4, two batten endses being parallel to each other point of sheet frame Wei not the 3rd lath 5 and the 4th lath 6.
Some support columns 7, length direction of each support column 7 along bar frame are provided between the first lath 3 and the second lath 4 Arrange in alignment, the spacing between two support columns 7 of arbitrary neighborhood is equal, and the top surface of support column 7 is connected to first On the lower face of lath 3, the bottom surface of support column 7 is connected on the upper face of the second lath 4.Support column 7 can be with rectangular plate-and-frame Collective effect, increase overall cross sectional moment of inertia, strengthen overall bending strength, effectively reduce the thickness of each batten, mitigate bridge The weight of plate.Offer the bolt jack hole 8 of taper respectively on each support column 7, the portlet of bolt jack hole 8 opens to On the plate body of first lath 3, the large port of bolt jack hole 8 is opened on the plate body of the second lath 4, and spiral shell through walls is connect to wear Bolt.Set tapered one side to be easy to penetrating for through-wall bolt bolt jack hole 8, be on the other hand easy into when making bridge plate It is stripped after type.
The port lid storage tank 10 extended out is formed with the portlet of bolt jack hole 8, to house port lid, port lid storage tank 10 Side wall be in inverted cone surface, it is relative on the madial wall of port lid storage tank 10 to offer two vertical guide grooves 11, with hole The flange covered coordinates, and convex shoulder is provided with the madial wall of the bolt jack hole 8 of the lower section of port lid storage tank 10, to blocked hole The flange covered, prevents it from coming off.When in the bolt jack hole 8 split bolt need not be worn, bolt need to be worn using port lid It is tight to connect the upper port closure in hole 8, avoids spillage.Lateral direction penetrating bolt is offered in the side wall of each support column 7 wear connect The form removal hole 9 in hole 8, its purposes are after end is poured, and coordinate form removal instrument by bridge plate and big face die plate from the wall poured On pull down.
Between the 3rd lath 5 and support column 7 adjacent thereto, between the 4th lath 6 and support column 7 adjacent thereto with And deep floor 12 is respectively equipped between two adjacent support columns 7, the upper edge of deep floor 12 is connected on the first lath 3, The lower edge of deep floor 12 is connected on the second lath 4, each deep floor 12 at grade, and parallel to the frame mouth of bar frame Place plane.Connecting hole 13 is offered respectively on each deep floor 12, to realize bridge plate and other templates(Big face die plate) Between effective connection, make the pin of lock(That is lock pin)Can be by, and formed spacing.Each connecting hole 13 is arranged in one directly Line, the spacing between two connecting holes 13 of arbitrary neighborhood are equal.
On the lateral surface of the first lath 3, the both sides of each portlet of bolt jack hole 8 are respectively equipped with plate face muscle 14, respectively Plate face muscle 14 makes to form arranged in column rectangle on the lateral surface of the first lath 3 each parallel to the width of the first lath 3 Lattice, to improve the aesthetics of the intensity of the first lath 3 and casting area.
The application method of cast template splicing bridge plate of the present utility model, comprises the following steps:
1-1, prepare some bridge plates 1 as described above and some big face die plates 2, as shown in Fig. 4 ~ 5, big face die plate 2 be The back side surrounding of rectangular panel 15 is provided with the side frame 16 perpendicular with the plate face of panel 15, and side frame 16 is plate body, in side Some butt holes 20 being connected with bridge plate are provided with frame 16;Some main floors 17, each master are provided with the back side of panel 15 Floor 17 is crisscross, and the end of each main floor 17 is connected on the side frame 16 of respective side, and the back side of panel 15 is separated Into the rectangular area that some shapes are essentially identical, area is of substantially equal, it is respectively arranged with each rectangular area and is distributed in length and breadth Floor 18 several times, the end of each secondary floor 18 is connected to the side of the main floor 17 of respective side, by above-mentioned each main floor 17 are referred to as back rib plate with time floor 18, and some reinforcements 19 are provided with the front of panel 15, and reinforcement 19 is bar shape, and Corresponded with the position of the back rib plate at the back side of panel 15, in the positive crisscross formation fenestral fabric of panel 15, and should Each grid in fenestral fabric and the rectangular grid shape on bridge plate on the first lath lateral surface are identical, equal in magnitude.It is above-mentioned Structure can strengthen the anti-bending bearing capacity of template, eliminate the epitome problem in Shooting Technique, improve the aesthetics of casting area.
1-2, first piece of bridge plate uprightly set, and big face die plate is set respectively in the both sides of first piece of bridge plate, by two Big face die plate sets the both sides to same bridge plate, the side frame of big face die plate and the side of bridge plate along pairing, the panel of big face die plate The lateral surface of front and the first lath of bridge plate at grade, forms the cast plane of closing, on big face die plate side frame Butt hole and bridge plate on connecting hole it is relative one by one;Then lock pin is sequentially passed through into the docking on the big face die plate in bridge plate side The butt hole on connecting hole and the big face die plate of bridge plate opposite side on hole, bridge plate, will with lock finally on the set of the end of lock pin It is locked, so as to which two big face die plate and the bridge plate of centre are fixed together, as shown in Figure 4.
1-3, in the outside of the big face die plate connected second piece of bridge plate is uprightly set, set in the outside of second piece of bridge plate The big face die plate extended out, mode is fixedly connected with according in step 1-2, by second piece of bridge plate and the big face die plate positioned at its both sides It is fixed together;So circulation, the erection until completing the first face cast template;
1-4, the first face cast template set up opposite set up the second face cast template, to surround casting space. As shown in figure 5, first piece of bridge plate for being provided opposite to the second face cast template of first piece of bridge plate in the first face cast template, makes The lateral surface face of first lath of two bridge plates, the portlet of the bolt jack hole on two bridge plates are relative one by one;Through walls The both ends of sleeve pipe 21 install support member 23 and form backform structure respectively, and selection needs to penetrate the bolt jack hole of through-wall bolt 22, The base of two support members 23 is respectively perpendicular and covered in the plate face of each self-corresponding bolt jack hole periphery, passes through set through walls Pipe 21 connects the bolt jack hole on two bridge plates with two support members 23, forms bolt and wears connection road, then by spiral shell through walls Bolt 22 penetrates the bolt and wears connection road, then the both ends of through-wall bolt 22 are separately fixed to the back side of each self-corresponding bridge plate, from And fix two bridge plates, with the distance between two pieces of bridge plates of limitation, ensure the bonding strength of two pieces of bridge plates, avoid frying during cast The generation of mould phenomenon.Port lid is covered at the portlet of bolt jack hole for not wearing through-wall bolt, is blocked tightly, kept away Exempt from aperture spillage.
1-5, in the both sides of first piece of bridge plate of the second face cast template for securing through-wall bolt the second face is set respectively The big face die plate of the big face die plate of cast template, the big face die plate of the second face cast template and the first face cast template is plate face phase To setting, mode is fixedly connected with according in step a-2, by first piece of bridge plate of the second face cast template and the big face mould in its both sides Plate is fixedly connected.
1-6, according to the setting in step a-4 and connected mode, on the opposite of second piece of bridge plate of the first face cast template Second piece of bridge plate of the second face cast template, and fixed through-wall bolt are set, and the portlet of the bolt jack hole to vacating is entered Row closure;In the outside of second piece of bridge plate of the second face cast template for securing through-wall bolt, the second face cast template is set The big face die plate extended out, mode is fixedly connected with according in step a-2, by second piece of bridge plate of the second face cast template with being located at The big face die plate of its both sides is fixed together;So circulation, the erection until completing the second face cast template, that is, complete one The erection of layer cast template.
It should be noted that the bezel height all same for all templates being previously mentioned in the utility model, this is template body The characteristics of system is shared, in order to the connection between template and template.

Claims (4)

1. a kind of cast template splices bridge plate, it is characterized in that, include the rectangular plate-and-frame of the strip being encircled into by lath, described Some support columns are provided with sheet frame, the both ends of the support column are connected in the plate face of two long laths of rectangular plate-and-frame, Axial taper hole is provided with the support column, the taper hole is the bolt jack hole of insertion, is set between two adjacent support columns Deep floor is equipped with, is provided with the deep floor and wears the connecting hole for connecing lock pin.
2. cast template according to claim 1 splices bridge plate, it is characterized in that, opened up in the column side face of the support column There is form removal hole, the form removal hole communicates with the bolt jack hole.
3. cast template according to claim 1 splices bridge plate, it is characterized in that, set in the portlet of the bolt jack hole The port lid storage tank extended out is equipped with, it is relative on the madial wall of the port lid storage tank to offer two vertical guide grooves.
4. cast template according to claim 1 splices bridge plate, it is characterized in that, the long slab where bolt jack hole portlet Some plate face muscle, width of the plate face muscle parallel to the long lath are provided with the lateral surface of bar.
CN201720908195.9U 2017-07-25 2017-07-25 Cast template splices bridge plate Expired - Fee Related CN206942138U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720908195.9U CN206942138U (en) 2017-07-25 2017-07-25 Cast template splices bridge plate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720908195.9U CN206942138U (en) 2017-07-25 2017-07-25 Cast template splices bridge plate

Publications (1)

Publication Number Publication Date
CN206942138U true CN206942138U (en) 2018-01-30

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ID=61371473

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720908195.9U Expired - Fee Related CN206942138U (en) 2017-07-25 2017-07-25 Cast template splices bridge plate

Country Status (1)

Country Link
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107268995A (en) * 2017-07-25 2017-10-20 河北润林新材料科技有限公司 Cast template splices bridge plate and its application method
CN110056187A (en) * 2019-05-27 2019-07-26 中建四局第四建筑工程有限公司 A kind of steel gang form sets up structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107268995A (en) * 2017-07-25 2017-10-20 河北润林新材料科技有限公司 Cast template splices bridge plate and its application method
CN110056187A (en) * 2019-05-27 2019-07-26 中建四局第四建筑工程有限公司 A kind of steel gang form sets up structure

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GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20180130

Termination date: 20200725